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HomeMy WebLinkAboutSite PlanREMOVE CONCRETE CAP AND REPLACE WITH STONES TO —TOP OF STONES (VARIES MATCH EXISTING HEIGHT AE]FROM EL 3+TO (ve 34 PLACE FILTER FABRIC ON LANDWARD SIDE OF GROIN UPLAND OF BEACH AREA MHW =1.5 EXISTING GRADE aSECTIONB—B PROFILE 251.25 0 2.5 5 10 SCALE 1"=5’ —-—— —————|.SCSF COASTAL BEACH TOP OF COASTAL BANK REMOVE ENTIRE CONCRETE WALL AND FRONTING STONE;REGRADE LANDWARD TO PROVIDE 10:1 BEACH SLOPE ANGLE REMOVE FENCE 10 Zt Gl DS..EXISTING LICENSED GROINS (HEIGHT VARIES) 0 : MLW ==D"iTAREAUNDERCURVE=74 SQ.FT.NOURISHMENT AREA UNDER CURVE =46%SQ.FT. INSTALL TRIGGER POINT AT ELEVATION —1’-10 0 25 50 75 SECTION A—A ELEVATION;EXISTING AND PROPOSED 5 25 ;5 10 20 1"=10' LAND UNDER OCEAN ——=REMOVE CONCRETE 7]"CAP AND REPLACE Co ~CAP AND REPLACE WITH STONE Tons~INSTALL TRIGGER PT [FADE tie WITH STONE od A :L~-INSTALL TRIGGER PT.AT ELEY,1 |DWELLING EeCFRR=\ ~~Ee i aN J / : ; :—2 /a X re ce TI *Ls / REMOVE ENTIRE W <:PiCONCRETEWALLANDSl;Llem 5 / ped.©JB FRONTING STONE oo -A ~~[7 lee AND/ _PROPOSED CUT\| Lo Ara ACCESS AND “pRroposED CUT\>5 Ce etal //re J LIMIT OF WORK NOURISHMENT AREA——A<—a>all pias tutd // =4728+SQ.FT.[7 Hed // //: INSTALL TRIGGER PT.+//AT ELEV.1’/==INSTALL TRIGGER PT. Be AT ELEV.—1’ /SY / ////& REMOVE CONCRETE a BE SN CAP AND REPLACE -3 / WITH STONE /A i Fi/~§ SITE PLAN —EXISTING AND PROPOSED 1"=20 CONSTRUCTION NOTES: 1.ELEVATIONS REFER TO NAVD 88.CONTACT DOWN CAPE ENGINEERING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. 2.CONSTRUCTION ACCESS SHALL BE VIA DIRECTLY OVER THE APPLICANT'S PROPERTY. 3.THE PROPOSED SCOPE OF WORK IS TO REMOVE TWO CONCRETE CAPS ON THE EXISTING GROINS,AND REPLACE WITH STONE TO MATCH EXISTING HEIGHTS,REMOVE THE ENTIRE FRONTING CONCRETE AND STONE WALL AND ROCKS.REGRADE WALL SLOPE LANDWARD AND NOURISH BEACH AREA TO PROVIDE A 10:1 BEACH SLOPE ANGLE.USE REMOVED STONE TO REPLACE THE CONCRETE CAP ON THE EXISTING GROINS.REPAIR ANY EXISTING INCONTINUITIES OR VOIDS IN THE EXISTING GROINS.PLACE FILTER FABRIC ON THE LANDWARD SIDE OF THE GROINS UPLAND OF THE BEACH TO PREVENT EROSION NORTH AND SOUTH OF THE SITE. 4.THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE PROPOSED WORK.EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF INTENT,THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES. 5.ANY EXCESS STONE SHALL BE REMOVED FROM THE SITE. 6.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE—CONSTRUCTION CONDITION.ALL WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE. 7.THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE—CONSTRUCTION CONTOURS AND CONDITIONS. 8.THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK. 9.INSTALL A TRIGGER POINT (BOUND,IRON STAKE OR EQUAL)AT ELEVATION 1°ON THE INSIDE OF EACH GROIN.WHEN THE TRIGGER POINT BECOMES EXPOSED,THE BEACH WILL HAVE NO PART OF THIS DRAWING MAY BE USED BY ANY PARTY WITHOUT THE EXPRESS WRITTEN CONSENT OF SHOREFRONT CONSULTING AND DOWN CAPE ENGINEERING,INC. LEGEND S ~~EDGE OF MARSH MEAN HIGH WATER MEAN LOW WATER ELEVATION CONTOUR PROPERTY LINE LIMIT OF WORK/ACCESS SURVEY NOTES: 1.RECORD OWNER(S): JOSEPH J.AND MEREDITH S.ZONA 1 ANDREWS WAY,ARLINGTON,MA 02474 DEED BOOK 33098,PAGE 218 (33 AND 39 SETH LANE) 2.ELEVATIONS REFER TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 3.PROPERTY IS SHOWN ON YARMOUTH ASSESSORS MAP 61,PARCEL 54. 4.PARCEL LIES WITHIN FEMA FLOOD ZONE AE (ELEVATION 12°AND 11”)AND ZONE X AS SHOWN ON COMMUNITY PANEL #25001C0591J DATED 7/16/2014. 5.DATUM FOR ALL ELEVATIONS =NAVD 88 MHW =1.5"NAVD 88 MLW =—2’NAVD 88 6.THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY AND IS THEREFORE NOT SUBJECT TO MESA REVIEW. DROPPED TO 2023 LEVELS AND CAN BE RENOUISHED WITH APPROXIMATELY 122 CUBIC YARDS OF COMPATIBLE SAND. 10.THE 650 SQUARE FEET OF BEACH GRASS PLANTINGS APPROVED FOR THE HOUSE PROJECT SE83-2358 SHALL BE MOVED LANDWARD TO THE EDGE OF THE NOURISHMENT AREA. LAND UNDER OCEAN —mMmm™8=~~|SCSF COASTAL BEACH TOP OF COASTAL BANK EXISTING LICENSED SEAWALL (TO BE REMOVED) SEAWARD LIMIT OFL/EXISTING GROINS REMOVE FENCE | 10.00 10.00 .YDS. 124 CUBIC YARDS.-5 PR iain ) 0.00 0.00 T AREA UNDER CURVE =7%5 NOURISHMENT AREA UNDER CURVE =46%SQ.FT. a ]=+ Cl INSTALL TRIGGER [POINT AT ELEVATION -—1’—10.00 —10.00 1 Le? 100 0 25 50 is 100 1 SECTION A-A ELEVATION;NOURISHMENT ONLY 5 25 :5 10 20